Bending performance of cross-laminated timber constructed from fibre-managed Eucalyptus nitens under short-term and long-term serviceability loads

IF 2.4 3区 农林科学 Q1 FORESTRY European Journal of Wood and Wood Products Pub Date : 2024-07-26 DOI:10.1007/s00107-024-02111-0
Yingwei Liang, Assaad Taoum, Nathan Kotlarewski, Andrew Chan
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Abstract

Cross-laminated timber (CLT) has become a notable building material due to its structural efficiency, reliability and sustainability. In this study, the bending performance of three-layered CLT constructed from fibre-managed Eucalyptus nitens (E. nitens) was investigated under short-term and long-term loadings. Linear-elastic four-point bending testing was used to determine the maximum serviceability loading capacity before they reached the suggested deflection limits. A pilot study was conducted to investigate the creep behaviour of E. nitens CLT through long-term bending tests in a controlled environmental room. The study suggested that E. nitens CLT has higher serviceability loading capacity and lower creep ratio compared to CLT made from strength-class C24 spruce. The investigations of various configurations of E. nitens CLT panels based on structural grades implemented in top, cross, and bottom layers have revealed different short-term and long-term bending performances. The grade of transverse layers has been found to be the most important factor in improving the bending creep performance of E. nitens CLT. Two modelling equations were employed to perform curve fitting on the experimental creep ratio with time. The conventional power-law modelling tends to underestimate the longer-term creep ratio when compared to a recently developed nonlinear regression modelling equation that takes environmental conditions into account. The mean estimated creep ratio after 50 years was 1.77 for E. nitens CLT, and 1.89 for the C24 spruce CLT. The present study is a pilot investigation to increase the understanding of performance of the newly developed CLT made from fibre-managed plantations E. nitens, with particular emphasis on its creep behaviour. The results of this study provide valuable contributions for future research in this field, and ongoing commercial production of E. nitens CLT.

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在短期和长期适用性载荷下,由纤维管理桉树制成的交叉层压木材的弯曲性能
交叉层压木材(CLT)因其结构效率、可靠性和可持续性而成为一种引人注目的建筑材料。在这项研究中,研究了由纤维管理的 nitens 桉树(E. nitens)建造的三层 CLT 在短期和长期荷载下的弯曲性能。线性弹性四点弯曲测试用于确定在达到建议的挠度极限之前的最大适用性负载能力。通过在受控环境室中进行长期弯曲测试,对 E. nitens CLT 的蠕变行为进行了试点研究。研究表明,与强度等级为 C24 的云杉制成的 CLT 相比,E. nitens CLT 具有更高的适用性承载能力和更低的蠕变率。根据顶层、横向层和底层的结构等级,对各种配置的 E. nitens CLT 面板进行了研究,结果显示了不同的短期和长期弯曲性能。研究发现,横向层的等级是改善 E. nitens CLT 弯曲蠕变性能的最重要因素。采用了两种建模方程对实验蠕变率随时间的变化进行曲线拟合。与最近开发的将环境条件考虑在内的非线性回归建模方程相比,传统的幂律建模往往会低估长期蠕变率。50 年后,E. nitens CLT 的平均估计蠕变率为 1.77,C24 云杉 CLT 为 1.89。本研究是一项试验性调查,旨在加深人们对新开发的、由纤维管理的人工林 E. nitens 制成的 CLT 性能的了解,尤其侧重于其蠕变行为。本研究的结果为该领域未来的研究以及目前正在进行的 E. nitens CLT 商业化生产做出了宝贵的贡献。
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来源期刊
European Journal of Wood and Wood Products
European Journal of Wood and Wood Products 工程技术-材料科学:纸与木材
CiteScore
5.40
自引率
3.80%
发文量
124
审稿时长
6.0 months
期刊介绍: European Journal of Wood and Wood Products reports on original research and new developments in the field of wood and wood products and their biological, chemical, physical as well as mechanical and technological properties, processes and uses. Subjects range from roundwood to wood based products, composite materials and structural applications, with related jointing techniques. Moreover, it deals with wood as a chemical raw material, source of energy as well as with inter-disciplinary aspects of environmental assessment and international markets. European Journal of Wood and Wood Products aims at promoting international scientific communication and transfer of new technologies from research into practice.
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